(a) Use the equilibrium approach to determine the moment as a function of position in the region 0 ≤ x ≤ 3 m.
(b) Use the integration approach to determine the shear in the region 6 m ≤ x ≤ 9 m.
(c) Values for the shear and moment just to the right of B and left of C are shown in the shear and moment diagrams provided. By inspection, complete these diagrams for the region 3 m ≤ x ≤ 6 m. Accurately draw the shapes of the curves and label the slopes at x = 3 m and x = 6 m.
Figure P8.95
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